125 Queens Ct - BR18-002857 - WINDOWCITY OF SANFORD ,
UN 16 2018 BUILDING & FIRE PREVENTION
PERMIT APPLICATIONID1ulQ
Application No:
n/
Documented Construction Value: $ S/3• 00
Job Address: /Z5- ve&4s -GL,,v t L 3 Z-7 :71 Historic District: Yes ElNo
Parcel ID: 3-/ -30-V3 -09900-0 30 Residential [Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of Work:&W Seuc erg e al
Plan Review Contact Person: Title: R-o A'" A4K r:
Phone: Z3,73/ Zbr Fax: Email:i'lt,wCG;.Wi Property
Owner Information Name ¢
8 W_V_0_ / Phone: V-7--4U - ZQ 2,1 Street:
Resident of property? CAP _C City,
State Zip: Contractor
Information Name
I/S AaAI ,K.4 CGS Street: ZZ.
11 S" City, State
Zip: Q,/LG[ a o/v r-G 3 L 9-0 5Phone: ZlaF
Fax: State
License
No.: Architect/Engineer
Information Name: r
i•o+r tyt`t tiLG Street: 99Y> / ''`/ - ""•
7 1 B/
City,
St,
Zip:f?rt Cl ta-J'Ly}.e 33 i Bonding Company:
Address: Phone: ,
1
4/- 391— BOO Fax: E-
mail:
Mortgage Lender:
Address: WARNING
TO
OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE
FOR IMPROVENIENTS TO YOUR PROPERTY. A NOTICE OF COMINIENCEMENT INIUST BE RECORDED AND
POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application
is
hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior
to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this
jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers,
heaters, tanks, and air conditioners, etc. FBC 105.
3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code ReN,isLd:
June 30, 2015 t 74.
Zo/
g ' Permit Application
To be completed as required by State Statute Section 713 and other applicable sections.
Permit Application Information - Page Two
Owner's Name 4)40&' '
rlwnpecArfrfrpcc 171 .S
Fee Simple Titleholder's Name (If other than owners)
Fee Simple Titleholder's Address (If other than owner's)
City
3 Z -7-77/
State Zip Code
Contractor's Name US Aluminum Services Corp
Contractor's Address2211 W. Washington St
city Orlando State FL Zip code 32805
Job Name
Job Address S SUITE/UNIT
City State zip Code 3z "7 9'1
Bonding Com any Name
Bonding Company Address
City State
Architect/Engineer's ti! I! tart '•^ l iC
Zip Code
Architect/Engineer's Address TS U • /
y tg /'r 3
Mortgage Lender's Name
Mortgage Lender's Address
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in
this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, GAS, MECHANICAL, ROOFING,
SIGNS, POOLS, ETC.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable
laws regulating construction and zoning.
WARNING TO OWNER: Your failure to record a Notice of Commencement may result in your paying twice
for improvements to your property. A Notice of Commencement must be recorded and posted on the job site
before the first inspection. If you intend to obtain financing, consult with your lender or an attorney before
recording your Notice of Commencement.
Owner Signature
by _
and
did — n 0010mi< Gi
21Expires100
Notary as to Owner
Commission No.
Cf2t0 of FI r:romty of
Contractor Signature
before me this
is personally known to me by 1U
and who
as identification and who
before me this /%."J..i t,
o is personally known to me
Trncy A. Rolf as identification and who
t WY PUBLIC
STATE OF FLORIDA
Commit GG147626
s9t®fide
Commission No.
Ctatp of FI Rnunty of Or
REQUIRED IIlM PECTION SIEQUENCE
BP# &k.7--sk5'7 Address:
Mn Mal- Ins ection IIDescn i t.kn
Footer / Setback
Stemwall
Foundation / Form Board. Survey
Slab /' Mono Slab Pre our
Lintel / Tie Beam / FilI / Down Cell
Sheathing — Walls-
Sheathing— Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building -
Final Door
Final Window
Final Screen.Room
Final. Pool Screen Enclosure
Mobile Home Building Final
Pre -Demo
Final Demo
Final Single Family Residence
Final. Building Other
Q<'G'C 4;[:1P 1i;•QY14iG.T ..
min max IIns ection IIDescari teonn
Electric. Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
BUD max. IIns ection IIDiescri Lion
Mechanical Rough
Mechanical. Final.
lOIIin max rus ection Descri tuonn
Gas Underground
Gas- Rough
Gas Final
REVISED: June 2014
ropes Record Card
ME&Parcel: 33-19-30-513-0000-0730
Property Address: 125 QUEENS CT SANFORD. FL 32771
Parcel Information Value Summary -
Parcel 33-19-30-513-0000-0730
Owner(s) UNDERWOOD, KRISTIN G
UNDERWOOD, RODNEY W
Property Address 125 QUEENS CT SANFORD, FL 32771
Mailing 125 QUEENS CT SANFORD, FL 32771-7766
Subdivision Name MAYFAIR OAKS 331930513
Tax District S1-SANFORD
DOR Use Code 01-SINGLE FAMILY
Exemptions 00-HOMESTEAD(1997)
66•04 4
7 _LM6550 50 50 50 50 6345 /
50 50 50
50 50 50
Legal Description
LOT 73
MAYFAIR OAKS
PB 50 PGS 38 THRU 41
Taxes---- ---- ------------------------------ ----
2018 Working 2017 Certified
Values Values
Valuation Method Cost/Market Cost/Market
Number of Buildings 1 1
Depreciated Bldg Value 149,401 144,365
Depreciated EXFT Value 225 2i $238
Land Value (Market) 38,000 1 - - 38,000
Land Value Ag
Just/Market Value I $187,626 182,603
Portability Adj
Save Our Homes Adj 67,644 - 65,089
Amendment 1 Adj 0
P&G Adj 0 0
Assessed Value - - 119,982 - 117,514 -
50 50 50 50 50 50 9SX11 Tax Amount without SOH: $2,689.18
2017 Tax Bill Amount $1,449.79
Tax Estimator
r'r Save Our Homes Savings: $1,239.39
50 50 50 50 50 50 50 Does NOT INCLUDE Non Ad Valorem Assessments
Seminole County GIS
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 119.982 , 50.000 69,982
Schools - - - 119,982 t - -- 25,0001-- 94,982
City Sanford f $119,982. 50,000 69,982
SJWM(Saint Johns Water Management) 119,982 ' 50,000 , 69,982
County Bonds i $119,982 ' 50,000 ' 69.982
jSales -- - - -- ----- - -- -- ---- ----- --- -- --- ---- — -- - -------------------- --- - --
Description Date Book Page Amount Qualified Vac/Imp
WARRANTY DEED 7/1/1996 03113 0501 103,500 Yes Improved
IFind Comparable Sates
rI Land - - - - -- - --- - -------------- - ----------- ---- --- — -- -- — - - 11
Method Frontage Depth Units Units Price Land Value
LOT 0.00 j 0.00 1 $38,000.00 $38,000
Building Information —
Is Bed/Bath count incorrect? Click Here ------------- ---- --- ------------------
Description Year Built Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value AppendagesActuaUEHective
1 SINGLE 11996 8' 3 j 2 5 1,592 2,240 1,592 I CB/STUCCO i $149.401 1 $162,392 '
I FAMILY ! - I FINISH Description Area
Permit Number: 1 d — /B S
Folio/Parr,.el Identification Number: 3- - -S13 -00 -
Prepared by: ,oc,#e
GRANT i1ALOYr SEIIINOLE COUNTY
CLERK OF CIRCUIT COURT tt COrIPTROLLER
NI: 916i Ps ire (1F'gs )
10 i'43t " CLERK'S T 2018C173491
RECORDED 06/26/2018 12-52:':,8 F11
RECORDING FEES $10.00
RECORDED 8Y hde•• ore
Return to: US Aluminum services Corp
2211 West Washington St.
Orlando, FL 32805
NOTICE OF COMMENCEMENT
State of Florida, County of Orange
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance
with Chapter 713, Florida Statutes. the following information is provided in this Notice of Commencement.
3.
n ttci wt of t r i vycrty ciwvtxr
Name and address of fee simple titleholder (if different from Owner listed above)
Name
Address
4. Contractor
Name US Aluminum Services Corp Telephone Number 407-237-3128
Address 2211 W. Washington St. Orlando, FL 32805
5. Surety (if applicable, a copy of the payment bond is attached)
Name Telephone Number
Address _ Amount of Bond $
6. Lender
Name Telephone Number
Address
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may
be served as provided by §713.13(1)(a)7, Florida Statutes.
Name Telephone Number
Address
8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's
Notice as provided in §713.13(1)(b), Florida Statutes.
Name Telephone Number
Address
9. Expiration date of notice of commencement (the expiration date may not be before the completion of
construction and final payment to the contractor. but will be 1 year from the date of recording unless a f,.: `? different date is specified) {.cam i
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMeNT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN a t Q
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE Z-=-
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT p
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENY.'=
C 71' t7vw'
Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the .-.) o z
facts s ated 'n it are true to the best of my knowledge and belief. o c
of Owner or Lessee. or
The foregoing instrument was acknowledged before me this day
as for
Ae of authority. e.g.. offic r, 1 tee. attorney in fact
SryvpKnownlureofN aryu lic - State r orida PersonaL)
lProducedIDType
of ID Produced name
of person Name
of party on behalf of whom instrument was executed r—
ev A_ Rolf Print.
lyV/
4'CE409 R
Gq ipV ft*ne of Notary Public IVSTTATE
OFFLORIDA Comm# GG147626
Expires i()
IV2021 orm Revised.
September 26. 2011
Date:
I hereby name and appoint
POWER OF ATTORNEY
I z p-xuby a&!-2
Of US ALUMINUM SERVICES CORP to be my lawful attorney
In fact to act for me and apply to the //
Building Department for a U-cl SG/GGy ;"s P J ' 1" permit
For work to be performed at a location described as:
Section Township Range Lot Block
Subdivision &"b4w aM06
t•/waa"r {oo,•e y W. /LS' 6&u.4r s 61. ?=I, 3 z71-7
Owner of Property and Address)
And to sign my name and do all things necessary to this appointment.
Type or Print Name of Registered or
Signature
The foregoing instrument was acknowledged
and Contractor's License Number)
Contractor)
me this SD day of MCW of 20 l u
By Thiago Davila who is personally known to me / who produced N/A as identification and
Who did not take oath.
State of Florida
County of Orange— %.
rcm A a Qoli.,
Notary Pu Aic, Orange County, Florida Seal
Tracy A. Rolf
NOTARY PUBLIC
STATE OF FLORIDA
COmmtt GG147626
Expires 101212021
U.S. Aluminum Services Corp. SALES CONTRACT
2211 West Washington St, Orlando, FL 32805 - 407.237.3128 Fax: 407.237.3129 State Certified Contractor CBC 1260190
Boca Raton, FL 33498 Palm Coast. FL 32137 Clermont. FL 34711 Tampa, FL 33605 WWW.US-ALUMINUM.COM
Phone:561.892.1644 Phone:386.868.4187 Phone:352.366.4699 Phone:813.600.5327
Customer: \ o r`
Address: Qt 1 PP(% C-A-
Subdivision: Gate Code:
Screen Enclosure Insulated - 3' 4" 6'
Pool Enclosure Fan Beam OTv
een RoomVS Pan Roof
n Room Skylights 07Y_
Carport/ Patio Cover Shingles Color
Porch/Lanai 3 tab Architectural
Rescreen/Repair Pergola/Lattice Shade
Fence Color
Existing Deck: Concrete D Pavers
Tear Down C) I Sgft Type: 10t1r%
As Removal Sqft
L crete/Pavers Removal Sqft
Special Instructions
E-mail: C a^
Home #:
Work #:
Mobile #: LI0`7 — 391 L09g
Fax #:
8" 16" 24- 36" WVjnyl
Concrete Smooth rain Acrylic
Board
Insulated KP - 2" 3" Glass
D Threshold
ear r B(ronzea.
Pet Door oty_
iders
SM MD LG XL
SP LOW-E INS
onze If 18 x 14Wrhite20x20
Sun Screen
Pet Screen
FL Glass
D Super Screen
Other
DDrain
e SI sqh _
day Slab Scift
e- e-xu-tnh_
ish Color
rain Lnh
Pad ory
eewall
Other
Thick Paver56qft
Thin Pave Sgft _
TraverY eTile Sqft _
Col
S
attern
Coping Lnft _
Color
eitingle Door - i6 or 48" ory-1- E Gutter
Double Door oty_ Super G er 5'or 7' Lnft
PCA Door oty_ D Sea ess Gutter 6"or 7' Lnft
Custom Door oty
Key Lock Tasman
Full View
Sliding Glass -
Garage Door 4-track Si.
Heigh - from bottom of door:
Std.39 3/4" Pod SS"
HOUSE
Please check one:
To Wall Attachment
To Soffit chment
O.H. Siz _
Angle Fascia
16.
J , , • j I i ' , , i
T, •
r
HOA Exists YES _FNOu ` y/'
L ResponsibleforApp - HO S AU Homeowner
is required to submit HOA approval/
denial letters to US Aluminum prior
to start of work. o Inl al Wall na Peak Screen Roof x -1--r I'nsulated-Roof-, i x-, Estimated
Completion Date:M EASUREMENTS ABOVE ARE PRELI M I NARY - PRECISE M EASU REMENTS TO BECOM PLETED BY LAYOUT TECH Vadw.
w.. Dabmq• vary •/• due to -nftr. nwAdO mw Drcw or drtaD Payment
is due in full at the time of completion of work or upon passing the building department's final inspection. A finance charge of 1 1/2% per month shall be applied to all accounts not paid
in full within 10 days of due date. All material will remain the property of US Aluminum Services until payment is received in full. Right of Access and Removal is granted to US Aluminum Services
in the event of nonpayment per the terms of this contract. The customer agrees to pay all interest and any costs incurred in the collection of this debt including reasonable attorney fees.
If the customer refuses to allow US Aluminum Services to begin work or complete work already begun, or to accept materials contracted for, customer agrees to pay liquidated damages of
a sum equal to 33 113% of entire contract price plus cost of materials and labor already furnished or in progress. I
acknowledge that I have read and understand this contract to include items listed on the back of this contract and agree to its terms. VW
Buyer
7Z Seller - US Aluminum Services, Corp. Print
Name (Subject to approval by Seller) Date .
fh4-I 01 Owner/
Buyer Owner/
Buyer Date
b Representative
Approved
By: ACCORDING
TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001-713.37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS
AND ARE NOT PAID IN FULL HAVE A RIGHTTO ENFORCE THEIR CLAIM FOR PAYMENTAGAINST YOUR PROPERTY. IF YOUR CONTRACTOR ORA SUBCONTRACTOR FAILS
TO PAY SUBCONTRACTORS, SUBSUBCONTRACTORS, OR MATERIAL SUPPLIERS, THE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT,
EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON
YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERIALS, OR OTHER SERVICES THAT
YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY
PAYMENT IS MADE, YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COMPANY THAT HAS PROVIDED
TO YOU A "NOTICE TO OWNER.'FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX, AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY. 0
2007.2014 US Aluminum Services, Corp. All Rights Reserved
GENERAL NOTES
1. DESIGN CRITERIA:
APPLICABLE CODES, REGULATIONS & STANDARDS:
1. THE 2017 FLORIDA BUILDING CODE, 6TH EDITION SPECIFICALLY
CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM &
CHAPTER 23 WOOD.
2. ASCE 7-10. & SEI7
3. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD.
4. ACI318 CONCRETE REFRENCE MANUAL.
5. PCI PRECAST & PRESTRESSED CONCRETE.
6. AA ASM 35 & AA ADM 1
WIND LOADS:
1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TABLE
1604.5: RISK CATEGORY 1.
2. BASIC WIND SPEED, TABLE 1609C, STATE OF FLORIDA DEBRIS
REGION & BASIC WIND SPEED, PARAGRAPH 1609.3.1 & TABLE
1609.3.1 EQUIVALENT BASIC WIND SPEED: 130
MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: B
3. SCREENED ROOF ENCLOSURE FBC 2017 CH. 20 TABLE 2002.4
CONCRETE & FOUNDATION DESIGN:
1. WHERE CONCRETE SPECIFICATIONS ARE REQUIRED, WHETHER
IN THE SCREEN ENCLOSURE SCOPE OF NOT, BY ONE OR MORE
REGULATORY AGENCY, THE FOLLOWING SPECIFICATIONS ARE
APPLICABLE:
A. CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
FOLLOWING COMPONENTS:
I. PORTLAND CEMENT TYPE 1 - ASTM C 150
11. AGGREGATES - LARGE AGGREGATE 3/4" MAX. - ASTM C 33
III. AIR ENTRAINING +/- 1 % - ASTM C 260
IV. WATER REDUCING AGENT - ASTM C 494
V. CLEAN POTABLE WATER
VI. OTHER ADMIXTURES NOT PERMITTED
B. METAL ACCESSORIES SHALL CONFORM TO:
I. REINFORCING BARS - ASTM A615, GRADE 60
II. WELDED WIRE FABRIC - ASTM A185
C. CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3"
OR MORE THAN 5". WATER ADDED AFTER BATCHING IS NOT
PERMITTED.
D. PREPARE & PLACE CONCRETE PER AMERICAN CONCRETE
INSTITUTE MANUAL OF STANDARD PRACTICE, PART 1, 2, & 3
INCLUDING HOT WHEATHER RECOMMENDATIONS.
E. MOIST CURE OR POLYETHYLENE CURING PERMITTED.
F. PRIOR TO PLACING CONCRETE, TREAT THE ENTIRE
SUBSURFACE ARE FOR TERMITES IN COMPLIANCE WITH THE
FBC.
G. CONCRETE SHALL BE PLACED OVER A POLYETHYLENE VAPOR
BARRIER.
2. IF A MINIMUM 4" CONCRETE SLAB IS PROVIDED IN
SOUND CONDITION, FREE FROM STRUCTURAL CRACKING,
SPALLING & OTHER DETERIORATION. NO ADDITIONAL FOOTING
OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED
CONSTRUCTION.
3. WHEN APPLICABLE FOR ATTACHING NEW FOOTER TO EXISTING,
DRILL & EPDXY NEW STEEL INTO EX. FOUNDATION WITH 1" MIN.
HOLE, EMBED 4" MIN W/ NON -SHRINKING SIMPSON EPDXY -TIE
OR EQUAL) TYP. ALL LOCATIONS.
4. WHEN INSTALLING 4" CONCRETE SLAB -ADD ADJACENT TO
EXISTING-DOWELL INTO EXISTING CONCRETE 48" O/C W/8" #5
REBARS- DRILL 3/4" HOLE 4" EMBEDMENT- EPDXY W/
NON -SHRINKING "SIMPSON EPDXY TIE" (OR EQUAL).
5. MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHER WISE
NOTED.
Z
ALUMINUM SPECIFICATIONS:
1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY'UNLESS
OTHERWISE SPECIF4ED.
2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH
12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER.
3. ROOF BRACING SHALL BE A MINIMUM 2"X2"X.050".
4. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS
KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024
INCHES.
5. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN
WIND SPEEDS EXCEED 75 MPH PER FBC.
6. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS
APPROVED BY FLORIDA ENGINEERING LLC.
FASTNER SPECIFICATIONS:
1. FASTNERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER
ZINC PLATED. (CONCRETE ANCHORS ARE TO BE TAPCONS
OR BETTER, INSTALLED TO MFG.)
2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS,
AND FASTENERS TO MANUFACTURING SPECIFICATIONS.
3. WHERE WOOD DECK IS PRESENT USE 1/4"X3-1/2" GALV. LAG
SCREWS IN LIEU OF MASONRY ANCHORS. UNLESS OTHERWISE
SPECIFIED.
4. 1"X2" NON STRUCTURAL MEMBERS ATTACHED TO HOST
A. FOR MASONRY/CONCRETE APPLICATION USE GALVANIZED
1/4"X2-3/4" TAPCONS OR EQUAL AT 24" O.C. AND 6" FROM ENDS
B. FOR WOOD APPLICATION USE #102-3/4" WOOD SCREW AT
24" O.C. AND 6" FROM ENDS.
C. FOR ALUMINUM APPLICATION USE #10X1-1/2" SMS OR TEK
SCREW AT 24" O.C. AND 6" FROM ENDS
D. WHERE VX2" INSTALLED THROUGHOUT AN "OPEN VIEW'
SPACING SHALL BE REDUCED TO 18" O.C. AND 6" FROM ENDS
MASONRY SPECIFICATIONS:
1. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED
ON TYPE M OR S MORTAR.
2. ALL MORTAR SHALL BE TYPE M OR S.
3. ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE
MAXIMUM COARSE AGGREGATE SIZE OF 3/8".
4. PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'4' IN
HEIGHT.
MISCELLANEOUS:
RECORD COPY
I1111111111////
2:'co o O
A.
Z
0 :U tD Q Z'
Z° 4c.
2. FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION,
THE CONTRACTOR SHALL VERIFY AND INSURE INSTALLATION
HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH
MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH
THE ATTACHED DETAILS.
3. FOR "PICTURE WINDOW' MODIFICATION TO EXISTING SCREEN
ENCLOSURES, ALL OTHER "EXISTING SCREEN ENCLOSURE"
FEATURES ARE TO MEET THE TYPICAL DETAILS AS PROVIDED
IN THESE DETAILS. CONTRACTOR IS TO VERIFY & ASSURE
EXISTING SCREEN ENCLOSURE IS STRUCTUALLY SOUND.
1. SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL
COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC
R4501.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS.
2. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A
MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME.
IF THE EXISTING STRUCTURE IS ONE OF THESE, A SEPERATE 4TH
WALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT NO
ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME.
3. DOOR LOCATION MAY BE RELOCATED BY CONTRACTOR IN
THE FIELD.
4. WHERE PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR
SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI
GROUT WITH BONDING AGENT.
5. INTEGRITY OF EXISTING/ HOST STRUCTURE SHALL NOT BE
COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED
STRUCTURE.
6. ALL 2X4 & GREATER ARE TO BE SMB UNLESS OTHERWISE INDICATED.
RESPONSIBILITIES:
1. ALL SITE WORK SHALL BE PERFORMED BY A LISCENED
CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING
CODES, LOCAL ORDANANCES, AND THE ENGINEER SHALL
BE NOTIFIED OF ANY DISCREPANCIES.
LEGEND: (ALL MAY NOT APPLY)
SCR = SCREEN
KP = KICK PLATE
PW = PICTURE WINDOW
X = HORIZ. SLIDING WINDOW
0 = HORIZ. STATIONARY WINDOW
DH = DOUBLE HUNG WINDOW
SH= SINGLE HUNG WINDOW RE
SIP = SOLID INSULATED PANEL
CT = CABLE TIE
SG = SUPER GUTTER
CS = CLEAR SPAN
KB = KNEE BRACE
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2 x 2: 2"x2"4.044"
2 x 3: 2"x3"x0.044"
2 x 4: 2"x4"4.044" SANFORD2x5: 2"x5"4.050"
A PERMIT ISSUED
OPEN BACK SECTIONrENSE TO PROC:F
1 x 2: 1 "x2"x0.044"' AUTHORITY TO Vt
1 x 3: 1 "x3"x0.044" ASIDE ANY OF THE
CODES, NOR SHALT.
SNAP SECTIONS AETHE BUILDING
A COF
2 x 2 SNAP: 2"&'4.050
2 x 3 SNAP: 2"x3"x0.050"
CONSTRUCTION
2 x 4 SNAP: 2"x4"4.045"
SELF MATING (SMB) _
2 x 4 SMB: 2"x4"4.044"4.100"
2 x 5 SMB: 2"x5"4.050"4.100"
2 x 6 SMB: 2"x6"x0.050"x0.120"
2 x 7 SMB: 2"x7"4.057"4.120"
2 x 8 SMB: 2"x8"x0.072"x0A24"
2 x 9 SMB: 2"x9"x0.082"x0.124"
2 x 10 SMB: 2"x10"x0.092"x0.398"
NOTE: AS INDICATED ABOVE ALL
MEMBER PROFILES ARE INDICATED
IN INCHES.
FOR CODE
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Project Information:
U a Style: Screen
Walls Color: White
DESIGN DATE 06/21I2018 Screen: 18114
REVISION 1• DATE PAGE 1 DoorREVISION2:
DATE SCALE: NTS
Chair rail
Concrete
Boar...... ........
x ckplate ........
Foundation
Existing Lintel
Upright
x 2 %' TAPCONS =
ERY 6" FROM CORNERS
AND UPRIGHTS/ 24" O.C. IN
FIELD
2" x 2" CAPRI CLIP W/ (2)
10 x % TEK EACH LEG
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TYPICAL ATTACHMENT
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W x 2%" TAPCONS 16" O.0
And (1) #10 Tek Screws From
Channel To DJ 16"O.0
1"x%" Trim Molding W (1) #10 x',
Screws @ 12" O.C. Both Sides
0.024 Gauge
Coil
1"x%n Trim Molding W (1) #10 x'
Screws @ 12" O.C. Both Sides
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CHANNEL TO WALL
DETAIL
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KICK PLATE ATTACHMENT DETAIL
LAND OESCR 1PT I ON:
LOT 73. NAVA IR OAKS ACCORD INGTOTHEPLAT*THEREOF. AS RECORDED IN PLAT 1.-10K 50 . PAGE(S) 38-41 OF THE PUBLIC RECORDS OF SENINOLE COUNTY. FLORIDA.
NO` .
1. UNLESS IT BEARS THE SIGNITURE AND THE OPIGINAL RAISED SEAL OF A FLORIDA SURVEYOR AND MAPPER. THIS REPORT/NAP ISFORD. 2. LANDS SHOWNTHEREN REENNOTAABBSSTRRACTED !3R
IS I-OT R16NT-OF-NAYS.EASENENTS.OWNERSHIP. ADJOINERS OR OTHER INSTRUMENTS OF RECORD. 3. BEARINGS SHOWN HEREON ARE RELATIVE TO 11-E ABOVE MENTIONED PLAT. 4. O DENOTES SET 1/2' IRON ROD WITH CAP 04-334 O DENOTES FOUND IRON ROD WITH CAP5. ACCORDING TO THE NATIONAL FLOOD INSURANi PROGRAM. FLOOD INSURANCE RATE MAPS. COMMUNITY PANEL NO. 120294 0005 B. REVISION DATE SEPT. 17. 1980. THIS PR(';-'ERTY LIES IN ZONE 'C'.
KAYNOOD DRIVE (50' R/M)_PER PLAT I-4Asme)
0.-411 OUEENS COURT -FIELD 50. 00,
T MAIL/D
433/) INISKWALK
ABBREVIATIONS.'
R/W - RIGHT -OF -NAY
EL/ELEV - ELEVATION
F.F. - FINISHED FLOOR
CENTERLINE
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MODEL: 1591 ' 8'
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is • 20' CERTIFICATE:
WE
CERTIFY THAT THIS CRANING MEETS THE NININUM TECHNICAL STANDARDS FOR SURVEYING SET FORTH IN RULE 61G17 OF THE FLORIDA AONINISTRATIVECODEADOPTEDBYTHEFLORIDABOARDOFLANDSURVEYORS, PURSUANT TO FLORIDA STATTIu S47L 027 CERTIFIED
CORRECT TO. FOR THE FIRM BY: ______"' __„ ____________ KRISTING. 8 ROONEY N. UNOERN000 2 2 i6 N I l: I AM J. BL•ACKHANUNIVERSALLANDTITLE. INC. JUL _______ PROFESSIONAL LAND SURVEYOR CONNONNEALTHLANDTITLEDATEFLORiDARE+iSTRATION NO. 4334 NVRMORTGAGEFINANCE. INC. SURVEY
DATE: 4129/96 CA00
FILE:/NAYF/NAYFL73 CEWS
c@nmu O tA10 tm, Once CIVIL
ENGINEERING- MAPPING SURVEYING 566
WEST SILVER STAR EXT. OCOEE.
FLORIDA 34761-2063 PROJECT
NO.600.013 (407)677-7979 L.B. NO. 5257 REVISION
DATE DR FB/PG CK fem"
m FINAL
LOCATION 7/22/96 OSB SKETCH FOUNDATION
LOCATION OS/23/96 FVA SKETCH i
B.S.O. 04/29/96 FVA 169/12 PLOT
PLAN 3/29196 1 EEII